A constitutive model with damage for cohesive soils
β Scribed by Dae Kyu Kim
- Publisher
- Korean Society of Civil Engineers
- Year
- 2004
- Tongue
- English
- Weight
- 388 KB
- Volume
- 8
- Category
- Article
- ISSN
- 1226-7988
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π SIMILAR VOLUMES
In order to model the various phenomena which govern the mechanical response of bonded geomaterials under monotonic loadings, an elastoplastic model coupled with an elastic model with damage was developed, taking into account both the frictional and cohesive aspects of these materials. First, the pr
A mechanical model which describes time-and temperature-dependent deformation behavior of particulate composites with changing microstructure, including growing damage, is described and then verified by experimental study of a viscoelastic filled elastomer. An existing constitutive model, which is b